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Call before you dig.
5" WIDE CONCRETE
KANIS ROAD
EXISTING CURB AND
GUTTER TO REMAIN
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*PRIOR TO CONSTRUCTION, e1
'OWNER/CONTRACTOR TO VERIFY
I k THAT THIS AREA MEETS ADA
Qr,.. SLOPE/GRADE REQUIREMENTS
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PYLON SIGN
MAN
PER THE OWNER, A6"SHELF IS TO.
BE ADDED AT THE DRIVE-THRU �•�`.. �� `' ��' s'
PICK UP WINDOW. PROTECTIVE i
is
-- BOLLARDS TO BE INSTALLED ON ,.
EACH SIDE. °\ A
PYLON SIGN
APPROXIMATE LOCATION OF EXISTING INLET. - VERIFY TIE-IN LOCATIONS AND DIMENSIONS.
DURING THE INITIAL FIELD VISIT, IT WAS 11 I
NOTED THAT THE RIM ELEVATION OF THE NEW CURB AND GUTTER -�
STRUCTURE IS HIGHER THAN THE ADJACENT TO ACCOMMODATE -
SIDEWALK AND CREATES A TRIPPING
HAZARD. SIDEWALK TO BE REMOVED AND DUMPSTER ENCLOSURE L REPLACE EXISTING DUMPSTER I
REPLACED ACCORDINGLY ENCLOSURE WITH STARBUCKS
STANDARD 23'X 13'
ENCLOSURE. (SEE DETAIL THIS
SHEET AND REFERENCE THE
ARCHITECTURAL PLANS FOR
ELEVATIONS) /
1 f
I
Id0T
PLAT BK. 1, PG. 166
75,721 SQ. FT./ 1.7383 ACRES
BANCORP SOUTH
CONCEPT PLAN ONLY -
NOT FOR PRICING OR CONSTRUCTION
SITE DATA
SITE ADDRESS: 10721 KANIS RD. LITTLE ROCK, AR
PARCEL ID: 44LO800002600
TOTAL ACRES: 0.51 AC
ZONING: PD -C (PLANNED DEVELOPMENT- COMMERCIAL)
EXISTING PARKING: 20 SPACES
REQUIRED PARKING: 19 SPACES (1/100 SF OF BUILDING FLOOR SPACE)
PROPOSED PARKING: 19 SPACES
PROJECT DESCRIPTION
1. SEAL AND RESTRIPE ALL PAVEMENT TO MATCH EXISTING COLORS
AND CONFIGURATIONS
2. REPLACE ANY SIDEWALK OR CURBING WITH NOTICEABLE
CRACKING. MATCH EXISTING
3. INSTALL HEAVY-DUTY CONCRETE PAVEMENT AT DRIVE-THRU AND
DUMPSTER LOCATION.
4. REPLACE ANY SIDEWALK THAT CREATES A TRIPPING HAZARD.
MATCH EXISTING.
NOTES
1. PROPOSED DIMENSIONS ARE MEASURED FROM THE FACE OF CURB,
EDGE OF PAVEMENT, OR OR OUTSIDE EDGE OF SCREEN WALL.
EXISTING DIMENSIONS ARE MEASURED FROM BACK OF CURB.
2. THIS SITE PLAN IS BASED ON A PDF OF THE DESIGN PLANS FOR THE
EXISTING BUILDING. NO SURVEY WAS APPROVED OR ACQUIRED FOR
THIS PROJECT.
3. TO ACCOMMODATE A LARGER DUMPSTER ENCLOSURE, ONE
PARKING SPACE MUST BE REMOVED ALONG THE SOUTH SIDE OF
THE SITE.
4. CURRENTLY ALL ROOF DRAINAGE IS SPLASH -ON -GRADE AND IS NOT
PROJECTED TO CHANGE.
5. DUE TO THE SIZE OF THE PARCEL (LESS THAN ONE ACRE) AND
LIMITED DISTURBANCE, A SWPPP/NOI IS NOT REQUIRED.
6. DEMOLITION IS LIMITED TO SIDEWALK AND CURBING THAT IS
CRACKED OR CREATES TRIPPING HAZARD; DUMPSTER ENCLOSURE
AND CONCRETE PAD. THE EXISTING PAVEMENT IN THE DRIVE-THRU
LANE TO BE REPLACED WITH HEAVY-DUTY CONCRETE.
7. IT IS UNDERSTOOD THAT ALL SITE SIGNAGE IS TO REMAIN IN PLACE.
8. TRUCK/TRAFFIC CIRCULATION ANALYSIS NOT PROVIDED DURING
CONCEPT PHASE.
LEGEND
• HEAVY-DUTY CONCRETE PAVEMENT
•< a •. d; (PER OWNERS SPECIFIED STANDARD)
CONCRETE CURB AND GUTTER
® PARKING COUNT
8'-0" SCREEN WALL CONCRETE PAD
MATERIAL TO MATCH
ARCHITECTURAL SCREEN WALL
(SEE ARCHITECTURAL DETAILS)
DUMPSTER PAD
1
NOT TO SCALE
m
2 BOLLARD
NOT TO SCALE
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6 6"
BOLLARD TYPE 1
SLOPE TOP FOR
POSITIVE WATER RUNOFF
6"0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
PAVEMENT
CLASS "B" CONCRETE
ENCASEMENT
NOTE:
DETAIL IS A STANDARD DRAWING THAT
CAN BE REPLACED WITH A CORPORATE
STANDARD IF AVALIABLE
GRAPHIC SCALE IN FEET
0 10 20 40
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EXISTING DRIVE THROUGH RESTAURANT ppp�
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'- APPROXIMATE
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1,850 SF.
LOCATION
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+'i' EXISTING ORDER
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SAWCUT EXISTING ASPHALT
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."'INSTALL HEAVY-DUTY
CONCRETE AT THE DRIVE-THRU
i
LANE 10' BEYOND ORDER BOX
AND U BEYOND PICK UP
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DURING THE DESIGN OF THE CONSTRUCTION
-
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DOCUMENTS.
IT IS RECOMMENDED THAT
- ----------
7`�
SOME LIMITED
TOPOGRAPHIC SURVEY
SHOULD BE OBTAINED IN THIS AREA TO
APPROXIMATE LOCATION OF EXISTING INLET. - VERIFY TIE-IN LOCATIONS AND DIMENSIONS.
DURING THE INITIAL FIELD VISIT, IT WAS 11 I
NOTED THAT THE RIM ELEVATION OF THE NEW CURB AND GUTTER -�
STRUCTURE IS HIGHER THAN THE ADJACENT TO ACCOMMODATE -
SIDEWALK AND CREATES A TRIPPING
HAZARD. SIDEWALK TO BE REMOVED AND DUMPSTER ENCLOSURE L REPLACE EXISTING DUMPSTER I
REPLACED ACCORDINGLY ENCLOSURE WITH STARBUCKS
STANDARD 23'X 13'
ENCLOSURE. (SEE DETAIL THIS
SHEET AND REFERENCE THE
ARCHITECTURAL PLANS FOR
ELEVATIONS) /
1 f
I
Id0T
PLAT BK. 1, PG. 166
75,721 SQ. FT./ 1.7383 ACRES
BANCORP SOUTH
CONCEPT PLAN ONLY -
NOT FOR PRICING OR CONSTRUCTION
SITE DATA
SITE ADDRESS: 10721 KANIS RD. LITTLE ROCK, AR
PARCEL ID: 44LO800002600
TOTAL ACRES: 0.51 AC
ZONING: PD -C (PLANNED DEVELOPMENT- COMMERCIAL)
EXISTING PARKING: 20 SPACES
REQUIRED PARKING: 19 SPACES (1/100 SF OF BUILDING FLOOR SPACE)
PROPOSED PARKING: 19 SPACES
PROJECT DESCRIPTION
1. SEAL AND RESTRIPE ALL PAVEMENT TO MATCH EXISTING COLORS
AND CONFIGURATIONS
2. REPLACE ANY SIDEWALK OR CURBING WITH NOTICEABLE
CRACKING. MATCH EXISTING
3. INSTALL HEAVY-DUTY CONCRETE PAVEMENT AT DRIVE-THRU AND
DUMPSTER LOCATION.
4. REPLACE ANY SIDEWALK THAT CREATES A TRIPPING HAZARD.
MATCH EXISTING.
NOTES
1. PROPOSED DIMENSIONS ARE MEASURED FROM THE FACE OF CURB,
EDGE OF PAVEMENT, OR OR OUTSIDE EDGE OF SCREEN WALL.
EXISTING DIMENSIONS ARE MEASURED FROM BACK OF CURB.
2. THIS SITE PLAN IS BASED ON A PDF OF THE DESIGN PLANS FOR THE
EXISTING BUILDING. NO SURVEY WAS APPROVED OR ACQUIRED FOR
THIS PROJECT.
3. TO ACCOMMODATE A LARGER DUMPSTER ENCLOSURE, ONE
PARKING SPACE MUST BE REMOVED ALONG THE SOUTH SIDE OF
THE SITE.
4. CURRENTLY ALL ROOF DRAINAGE IS SPLASH -ON -GRADE AND IS NOT
PROJECTED TO CHANGE.
5. DUE TO THE SIZE OF THE PARCEL (LESS THAN ONE ACRE) AND
LIMITED DISTURBANCE, A SWPPP/NOI IS NOT REQUIRED.
6. DEMOLITION IS LIMITED TO SIDEWALK AND CURBING THAT IS
CRACKED OR CREATES TRIPPING HAZARD; DUMPSTER ENCLOSURE
AND CONCRETE PAD. THE EXISTING PAVEMENT IN THE DRIVE-THRU
LANE TO BE REPLACED WITH HEAVY-DUTY CONCRETE.
7. IT IS UNDERSTOOD THAT ALL SITE SIGNAGE IS TO REMAIN IN PLACE.
8. TRUCK/TRAFFIC CIRCULATION ANALYSIS NOT PROVIDED DURING
CONCEPT PHASE.
LEGEND
• HEAVY-DUTY CONCRETE PAVEMENT
•< a •. d; (PER OWNERS SPECIFIED STANDARD)
CONCRETE CURB AND GUTTER
® PARKING COUNT
8'-0" SCREEN WALL CONCRETE PAD
MATERIAL TO MATCH
ARCHITECTURAL SCREEN WALL
(SEE ARCHITECTURAL DETAILS)
DUMPSTER PAD
1
NOT TO SCALE
m
2 BOLLARD
NOT TO SCALE
a ,
•
I .
6 6"
BOLLARD TYPE 1
SLOPE TOP FOR
POSITIVE WATER RUNOFF
6"0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
PAVEMENT
CLASS "B" CONCRETE
ENCASEMENT
NOTE:
DETAIL IS A STANDARD DRAWING THAT
CAN BE REPLACED WITH A CORPORATE
STANDARD IF AVALIABLE
GRAPHIC SCALE IN FEET
0 10 20 40
1 R.
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